UTS Job 22528 Report 7 Compressive Strength Report - Concrete 10-23-2018-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-23-2018Compressive Strength Report - Concrete
Report No.7
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 17CUBIC YARDS:
SET 1 LOCATION:V10 and M7
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
W783 4.00 x 8.00 12.57 Good 10/23/18 10/30/18 7 32,000 2,550 1
W784 4.00 x 8.00 12.57 Good 10/23/18 11/06/18 14 44,000 3,500 1
W785 4.00 x 8.00 12.57 Good 10/23/18 11/20/18 28 59,000 4,690 2
W786 4.00 x 8.00 12.57 Good 10/23/18 11/20/18 28 58,500 4,650 2
W787 4.00 x 8.00 12.57 Good 10/23/18 11/20/18 28 56,000 4,460 1
Slump (in.)6
Air Temp. (F.)54
Conc Temp (F)60
Truck No.180
Ticket No.4628
Time 1:30
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR. Same day call in.
Inspector Premium Travel
Name Time Hours Time
Mark Geraci No Min Day .5 Hr(s)
REVIEWED BY:Bryan M. Crabtree
FRACTURE TYPES
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-23-2018Compressive Strength Report - Concrete
Report No.7
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
cc:Dodge Area, llc Ken McClure
Opechee Construction Jeff Daigneault
Opechee Construction Jason Blaise
City of Salem Steve Cummings
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-23-2018Compressive Strength Report - Concrete
Report No.7
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
FIELD SUMMARY REPORT
Total Pour:Wall, V10-M7
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:X
Other:
Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX
Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX
Other
Placement Protection:Thermal Blankets Heat None
OtherX Styrofoam on top, plastic bag
Slump Specification (in.)6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-23-2018
Report No.7
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment